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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />[1 AMERICAN <br />. ENGINEERING <br />TESTING, INC. <br /> <br />SUBSURFACE BORING LOG <br /> <br />DEPTH <br />IN <br />FEET <br /> <br />SURFACE ELEVATION: <br />MATERIAL DESCRIPTION <br />~4,K"-e.!.i~inous pavement <br />7's" Crushed limestone base, light b~~~._ ________ <br /> <br />GEOLOGY <br /> <br />N MC <br /> <br />- <br />I <br />--.j <br />".... I <br />FIELD & LABORATORY TLSTSI <br />SAMPLE REe. --' <br />TYPE I~. _ W:: ~~~ _L~_.. f'L Ill.2(1 <br /> <br />AET JOB NO, <br />PROJECT: <br /> <br />01-01184 LOG OF BORING NO. 3 (p. 1 ~OJ <br />2002 Street Improvements. Waldon Place/Hunters Court; Arden Hills. MN <br /> <br />3 <br /> <br />Fill, mostly sandy lean clay, a little gravel, <br />grayish brown, a little dark brown (A-6) <br /> <br />FILL <br /> <br /> <br />55 IS <br /> <br />2 <br /> <br />55 <br /> <br />t2 <br /> <br />4 <br /> <br />5 <br /> <br />S8 <br /> <br />15 <br /> <br />6 . <br /> <br />7 - <br />I <br /> <br />15 <br /> <br />I <br />.-1 <br />I <br /> <br />, <br /> <br />! I <br />- <br />I <br />I <br /> <br />8 <br /> <br />Sandy lean clay, a little gravel. gray, firm (eL) <br />\("'~_ n ","_...-~----_.--._--j <br />END OF BORING <br /> <br />Location: Hunter. Court, 54' "SW" oIClL, 367' <br />"SE" of Benton Way elL <br /> <br />// WEA THERE · <br /> <br />'TILL <br /> <br />0-7' 3.25" HSA <br /> <br />PATE <br />4/5/fJ2 <br /> <br />TIME <br /> <br />WATER LEVEL MEASUREMENTS <br />SAMPLED I CASING CAVE-IN I DRlLLING <br />DEPTH . DEPTH DEPTH !FLUlD LEV <br />8.S 7.0 7.5 <br /> <br /> <br />, <br />._ ,I <br />. NOTE: l\HliR TO <br />'t:tJlf ! THE AlTACHED <br />None . SHEETS FOR AN <br />EXPLANATK. <br />: TERMINOJ.C"" <br />'l ON THIS Loe, <br />I <br /> <br />DEPTH, DRlLUNG METHOD <br /> <br />10:25 I <br /> <br />COMPLETED: 4151112 <br />ee, SS CA: WP Rig, 1 <br />2/99 <br />